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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAccepted-AOC | L1 | Accepted-AOC AOC given | |
| 2 | L2₹11.5 Cr+₹1.2 Cr (11.2%)Rejected-Finance 651 WARD NO 12 ABDUL GONI ROAD R P ROAD HAILAKANDI ASSAM 789155 | HAILAKANDI | HAILAKANDI | ASSAM | 789155 | L2 | Rejected-Finance Rejected as L2 | |
| 3 | L3₹11.5 Cr+₹1.2 Cr (11.2%)Rejected-Finance CHANDMARI HAZARAPAR TEZPUR DIST SONITPUR ASSAM PIN 784001 | TEZPUR | SONITPUR | ASSAM | 784001 | L3 | Rejected-Finance Rejected as L3 |
| Sl No | Description | Qty | Unit | Abdul Quddus L1 | Mousum Bora L3 | Raju Choudhury L2 |
|---|---|---|---|---|---|---|
| 1.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 3 | NOS | 56,000 ₹1,68,000 | 60,000 ₹1,80,000 | 55,000 ₹1,65,000 Lowest |
| 2.00 | Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 8.49 | MT | 70,000 ₹5,94,230 Lowest | 1,00,000 ₹8,48,900 | 1,00,000 ₹8,48,900 |
| 3.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 996 | MT | 300 ₹2,98,800 Lowest | 400 ₹3,98,400 | 370 ₹3,68,520 |
| 4.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test)
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 28.6 | MT | 4,000 ₹1,14,400 Lowest | 6,100 ₹1,74,460 | 6,000 ₹1,71,600 |
| 5.00 | Pile integrity test.
Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 6 | NOS | 2,000 ₹12,000 Lowest | 2,500 ₹15,000 | 2,300 ₹13,800 |
| 6.00 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 264 | RM | 12,000 ₹31,68,000 Lowest | 12,000 ₹31,68,000 Lowest | 12,000 ₹31,68,000 Lowest |
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 378.65 | CUM | 70 ₹26,505.57 Lowest | 90 ₹34,078.59 | 80 ₹30,292.08 |
| 8.00 | Levelling course for Pile cap
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 9.43 | CUM | 6,000 ₹56,604 | 5,714.49 ₹53,910.5 | 5,500 ₹51,887 Lowest |
| 9.00 | Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump)
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 159.73 | CUM | 8,000 ₹12,77,856 | 7,000 ₹11,18,124 Lowest | 7,000 ₹11,18,124 Lowest |
| 10.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 376.89 | MT | 70,000 ₹2,63,82,650 Lowest | 78,000 ₹2,93,97,810 | 78,000 ₹2,93,97,810 |
Tender Value
₹10.9 Cr
EMD Value
₹21.9 L
Closing Date
17 Oct 2025, 2:00 pmClosed
Chief Engineer (EAP), PWRD, Fatasil Ambari, Assam
O/o Chief Engineer (EAP), PWRD, Fatasil Ambari, Guwahati-781025, Assam
CE/EAP/ARRBP/OCB/ Bridge1/Hailakandi/07 Construction of Bridge in Hailakandi district i) Br. on Sahabad Pt II to Rupacherra Road
2025_PWRDW_47423_12
ARRBP/BR/01/2024/E696387/27
Open Tender
Civil Works - Bridges
Item Rate
900 days
Hailakandi District
Please refer Tender documents.
7 documents required · 7 mandatory
₹20,000
₹21.9 L
Yes
O/o Chief Engineer (EAP), PWRD, Fatasil Ambari, Gu
26 Feb 2026
10 Sept 2025
17 Oct 2025
10 Sept 2025
17 Oct 2025
10 Sept 2025
10 Sept 2025 - 19 Sept 2025
19 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | - | NOS | - | - | - |
| 2 | Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | - | MT | - | - | - |
| 3 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | - | MT | - | - | - |
| 4 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test)
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | - | MT | - | - | - |
| 5 | Pile integrity test.
Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | - | NOS | - | - | - |
| 6 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | - | RM | - | - | - |
| 7 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 0.4 | CUM | - | - | - |
| 8 | Levelling course for Pile cap
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 1 | CUM | - | - | - |
| 9 | Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump)
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 0.8 | CUM | - | - | - |
| 10 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps
Br. No. / Sahabad Pt II to Rupacherra (Span 4 x 40) | 1 | MT | - | - | - |
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